Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler
This article presents the corrosion failure assessment on AISI 310 Steel, used as support of refractory concrete panels in a Clinker cooler under a combination of high temperatures and atmospheres with high concentration of sulfur and carbon. It was performed a microstructural analysis by scanning e...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2016
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/9000
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/9000
- Palabra clave:
- 310 s steel
High temperature corrosion
Nickel sulphide
Refractory concrete
- Rights
- restrictedAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
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dc.title.none.fl_str_mv |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler |
dc.title.alternative.none.fl_str_mv |
Análisis de la falla por corrosión del acero AISI 310 s usado como soporte de paneles de hormigón refractario en un enfriador de clinker |
title |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler |
spellingShingle |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler 310 s steel High temperature corrosion Nickel sulphide Refractory concrete |
title_short |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler |
title_full |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler |
title_fullStr |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler |
title_full_unstemmed |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler |
title_sort |
Corrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker cooler |
dc.subject.keywords.none.fl_str_mv |
310 s steel High temperature corrosion Nickel sulphide Refractory concrete |
topic |
310 s steel High temperature corrosion Nickel sulphide Refractory concrete |
description |
This article presents the corrosion failure assessment on AISI 310 Steel, used as support of refractory concrete panels in a Clinker cooler under a combination of high temperatures and atmospheres with high concentration of sulfur and carbon. It was performed a microstructural analysis by scanning electron microscope with energy-dispersive X-Ray Spectrometer and by optic microscopy techniques. Furthermore it was used Raman spectroscopy in order to determinate the compounds formed in the rust layers. To understand the proposed corrosion mechanism, a thermodynamic simulation was performed on the basis of the 310S steel alloy main elements and temperatures between 700 and 1100 °C in an atmosphere mostly compound by sulfur and low oxygen. The results demonstrate that the material degradation occurred due to a combined process of carburation and sulfidication. As a result of these processes, on one side, it was the impoverishment of chrome in some areas due to the formation of carbides, on the other side, some nickel sulphides compunds emerge as eutectic compounds (Ni-N3S2) with melting points lower than 800 °C, which under this conditions, produce losses of material at the expense of their mechanical properties. |
publishDate |
2016 |
dc.date.issued.none.fl_str_mv |
2016 |
dc.date.accessioned.none.fl_str_mv |
2020-03-26T16:32:44Z |
dc.date.available.none.fl_str_mv |
2020-03-26T16:32:44Z |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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info:eu-repo/semantics/article |
dc.type.hasversion.none.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.spa.none.fl_str_mv |
Artículo |
status_str |
publishedVersion |
dc.identifier.citation.none.fl_str_mv |
Revista Latinoamericana de Metalurgia y Materiales; Vol. 36, Núm. 2; pp. 235-247 |
dc.identifier.issn.none.fl_str_mv |
0255-6952 |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12585/9000 |
dc.identifier.instname.none.fl_str_mv |
Universidad Tecnológica de Bolívar |
dc.identifier.reponame.none.fl_str_mv |
Repositorio UTB |
dc.identifier.orcid.none.fl_str_mv |
57191267568 56346579100 57191266864 |
identifier_str_mv |
Revista Latinoamericana de Metalurgia y Materiales; Vol. 36, Núm. 2; pp. 235-247 0255-6952 Universidad Tecnológica de Bolívar Repositorio UTB 57191267568 56346579100 57191266864 |
url |
https://hdl.handle.net/20.500.12585/9000 |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_16ec |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ |
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info:eu-repo/semantics/restrictedAccess |
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Atribución-NoComercial 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ Atribución-NoComercial 4.0 Internacional http://purl.org/coar/access_right/c_16ec |
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Universidad Simon Bolivar |
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Universidad Simon Bolivar |
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2020-03-26T16:32:44Z2020-03-26T16:32:44Z2016Revista Latinoamericana de Metalurgia y Materiales; Vol. 36, Núm. 2; pp. 235-2470255-6952https://hdl.handle.net/20.500.12585/9000Universidad Tecnológica de BolívarRepositorio UTB571912675685634657910057191266864This article presents the corrosion failure assessment on AISI 310 Steel, used as support of refractory concrete panels in a Clinker cooler under a combination of high temperatures and atmospheres with high concentration of sulfur and carbon. It was performed a microstructural analysis by scanning electron microscope with energy-dispersive X-Ray Spectrometer and by optic microscopy techniques. Furthermore it was used Raman spectroscopy in order to determinate the compounds formed in the rust layers. To understand the proposed corrosion mechanism, a thermodynamic simulation was performed on the basis of the 310S steel alloy main elements and temperatures between 700 and 1100 °C in an atmosphere mostly compound by sulfur and low oxygen. The results demonstrate that the material degradation occurred due to a combined process of carburation and sulfidication. As a result of these processes, on one side, it was the impoverishment of chrome in some areas due to the formation of carbides, on the other side, some nickel sulphides compunds emerge as eutectic compounds (Ni-N3S2) with melting points lower than 800 °C, which under this conditions, produce losses of material at the expense of their mechanical properties.Recurso electrónicoapplication/pdfengUniversidad Simon Bolivarhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/restrictedAccessAtribución-NoComercial 4.0 Internacionalhttp://purl.org/coar/access_right/c_16echttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84988485478&partnerID=40&md5=0ce98a8c0bd83aa23ea0f483dc12da2eCorrosion failure assessment on AISI 310s steel used as support of refractory concrete panels in a clinker coolerAnálisis de la falla por corrosión del acero AISI 310 s usado como soporte de paneles de hormigón refractario en un enfriador de clinkerinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1310 s steelHigh temperature corrosionNickel sulphideRefractory concreteCastellanos González, Luis MarcosBolívar F.J.Lugo H.R.Canales, C., Giménez, O., Avellaneda, A., (2004) Guía de Mejores Técnicas Disponibles en España de Fabricación de Cemento, , http://www.prtres.es/data/images/Gu%C3%ADaMTDenEspa%C3%B1aSectorCemento-BA18C5917BE0DC9D.pdf, BarcelonaNikulin, I., Kaibyshev, R., Skorobogatykh, V., (2010) J. Phys. Conf. Ser., 240, p. 012071Yan, Y.F., Xu, X.Q., Zhou, D.Q., Wang, H., Wu, Y., Liu, X.J., Lu, Z.P., (2013) Corros. Sci., 77, pp. 202-209Zurek, J., Michalik, M., Schmitz, F., Kern, T.U., Singheiser, L., Quadakkers, W.J., (2005) Oxid. Met., 63, pp. 401-422Young, D.J., Pint, B.A., (2006) Oxid. Met., 66, pp. 137-153Kim, D., Jang, C., Ryu, W.S., (2009) Oxid. Met., 71, pp. 271-293Ghosh, D., Mitra, S.K., (2015) High Temp. Mater. Process., 34, pp. 107-114. , http://www.degruyter.com/view/j/htmp.2015.34.issue-2/htmp-2014-0042/htmp-2014-0042.xmlElliott, P., (2001) Chem. Eng. Prog., 97, pp. 75-81Ghosh, D., Mitra, S.K., (2014) J. Mater. Eng. Perform., 23, pp. 1703-1710. , http://link.springer.com/10.1007/s11665-014-0938-3Anthymidis, K., Stergioudis, E., Tsipas, D., (2001) Mater. Lett., 51, pp. 156-160Tjokro, K., Young, D.J., Johansson, R., Ivarsson, B., Tjokro, K., Young, D.J., Johansson, R., Ivarsson, B., (1993) J. Phys.Narita, T., High-temperature sulphidation of iron-based alloys (1990) High-temperature Oxid. Sulphidation Process., pp. 70-81. , http://linkinghub.elsevier.com/retrieve/pii/B9780080404233500100, ed. J. D Embury Ontario: Pergamon Press, IncSantamaria, F.S., (1982) Mater. Construcción, pp. 67-80. , http://dialnet.unirioja.es/servlet/articulo?codigo=2309492http://purl.org/coar/resource_type/c_6501THUMBNAILMiniProdInv.pngMiniProdInv.pngimage/png23941https://repositorio.utb.edu.co/bitstream/20.500.12585/9000/1/MiniProdInv.png0cb0f101a8d16897fb46fc914d3d7043MD5120.500.12585/9000oai:repositorio.utb.edu.co:20.500.12585/90002023-05-25 15:21:37.794Repositorio Institucional UTBrepositorioutb@utb.edu.co |